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HomeMy WebLinkAbout36691-Z �$upFal,fc. Town of Southold Annex 3/28/2012 •�Q� Oda P.O.Box 1179 y z 54375 Main Road vy • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35510 Date: 3/28/2012 THIS CERTIFIES that the building AS BUILT ADDITION Location of Property: 55 FAY COURT,MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 123.-5-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/6/2011 pursuant to which Building Permit No. 36691 dated 9/16/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"deck addition and outdoor shower to an existing one family dwelling as applied for per ZBA#6486, dated 8/18/11. The certificate is issued to Michael&Edna Bierne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36691 3/5/12 PLUMBERS CERTIFICATION DATED Authaized, Signature o�,cj,%UE Lc Town of Southold Annex 3/28/2012 y� P.O.Box 1179 y x 54375 Main Road oy �rh,jS Southold,New York 11971 tea¢ CERTIFICATE OF OCCUPANCY No: 35511 Date: 3/28/2012 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 55 Fay Ct, Mattituck, SCTM#: 473889 See/Block/Lot: 123.-5-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/5/2011 pursuant to which Building Permit No. 36692 dated 9/16/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: second story addition to an unheated nonhabitable accessory garage as applied for per ZBA#6486, dated 8/18/11. The certificate is issued to Beirne,Michael&Beirne, Edna (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36691 3/5/12 PLUMBERS CERTIFICATION DATED A horized Signature TOWN OF SOUTHOLD �S�fFot,��oG BUILDING DEPARTMENT .2 y� TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36691 Date: 9/16/2011 Permission is hereby granted to: EDNA & DIANNA BEIRNE . 186 VOORHIS AVENUE ROCKVILLE CENTRE, NY 11570-2747 To: obtain a permit for an "as built" deck addition & shower per ZBA decision 6486 At premises located at: 55 FAY COURT, MATTITUCK SCTM # 473889 Sec/Block/Lot# 123.-5-17 Pursuant to application dated 9/6/2011 and approved by the Building Inspector. To expire on 3/17/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $694.40 Total: $744.40 v Building Inspector TOWN OF SOUTHOLD �g11FF0(,�COGy�` BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36692 Date: 9/16/2011 Permission is hereby granted to: Beirne, Michael & Beirne, Edna 186 Voorhis Ave Rockville Centre, NY 11570 To: construct 2nd story garage addition per ZBA decision #6486, flood permit required At premises located at: 55 Fay Ct, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-5-17 Pursuant to application dated 5/5/2011 and approved by the Building Inspector. To expire on 3/17/2013. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $350.40 Total: $400.40 r _ Building Inspector Form No.6 0A TOWN OF SOUTHOLD: � - - BUILDING DEPARTMENT TQWN HALL 765-1802 APPLICATION FOR;CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter-or ink and submitted to the Building Department with-the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings;property lines,streets, and unusual natural or.topographic features. 2. Final Approval from Health Dept,of water supply and sewerage-disposal(S-9 form). 3•. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 21I0 of 1%dead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from ardhitect or engineer:responsible€or the building. 6, Submit Planning Board Approval Of completed site plan requirements. B. For existing buildings(prior to April 9, 1957),non-confo Accurate survey of properiy showing all property lines,rming uses,or buildings.and"pre-existing"land uses: features'. 1_ streets,building and unusual natural or topographic 2_ A properly completed application and consent to inspect signed by the applicant. If a Certificate'of Occupancy is denied, the'Building'In'spector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certifcaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.0%. Swimming pool$50:00, Accessory building$50.00,Additions to accessory building$50.00, Businesses 2- Certif eate of Occupancy on Preexisting Building- $1 00.00 $50.00. 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. "Temporary Certificate of Occupancy-residential$.15.00, Commercial$15.00 Date._ 4ew Construction: Old or Pre-existing Building: ' cheek one Location of Property: House No Street Hamlet )wner or Owners of Property: a, „® _� �affolk County Tax Map No 1000,Section �_ Block - ' Lot ubdivision Filed Map. Lot:. 'ermit NQ. Date of permit. t Applicant: lealth Dept.Approval: Underwriters• Approval: . lanning Board Approval: equest for: Temporary Certificate Final Certificate: _ (check one) Submitted:.$ Form No.6 TOWN OF SOUTHOLD: BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter.or ink and submitted to the Building Department with'the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings;property lines,streets, and unusual natural ar topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings.and"pre-existing"land use 1. Accurate survey of property showing all property lines, streets,building.andunusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the'Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,. Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00, 2- Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate ofOccupancy- $50.00 5. Temporary Certificate of Occupancy-Residential S15.00, Commercial$15.00 Date. G New Construction: Old or Pre-existing Building: (check one) Location of Property: �QA,4 C "A �/� �-�-4 House No.. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block j Lot Subdivision Filed Map. Lot: Permit NQ. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ � Apolicannt $ignature. oF So�ryo Town Hall Annex ~� l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 COUKIN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Edna Beirne Address: 55 Fay Court City: Mattituck St: NY Zip: 11952 Building Permit#: 36691 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Blue Electric License No: 35348-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X • INVENTORY Service 1 ph 200a Heat Duplec Recpt 11 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-paddle fan, 1-8ft elec baseboard heater 4-ARC fault circuit breakers Notes: Inspector Signature: Date: March 5 2012 81-Cert Electrical Compliance Form.xls CQ �Q �o� bolo cOUHi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -.-Z1 NSPECTION [ 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ V/ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC A OUCH) [ ] ELECTRICAL (FINAL) REMARKS: A ) DATE INSPECTOR OF SO�Tyo�o _o�y Sao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� l INSPECTOR pF SOUly�lo . cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SO(/P�o! t j ��' ;� • aa0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE l INSPECTORS OF SOpl�,°� couHty, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH- PLBG. [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING/STRAPPING P<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:. 9 DATE ��� 1 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS r c FOUNDATION(IST) FOUNDATION(ZND) O ® ZA sue. 1 ROUGH FRAMWQ& H PLUMBING (� Q ju INSULATION PER N.Y. y STATE ENERGY CODE �2L GK �7 FINAL ADDITIONAL COMMENTS 0 Jam, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� ' Survey SoutholdTown.NorthFork.net PERMIT NO. J� fr1 J k Check 6 f _ Septic Form "N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 ( Storm-Water Assessment Form W4l , Contact: CZM ,�.�p-�--/nocw-- Approved 20 Mail to: Disapproved a/c I Phone: ��S �3 Expiration 1 ,2J3 Bui ding Inspector APPLICATION FOR BUILDING PERMIT Date "\ , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the ` Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Z-a (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on.the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: SS CL-N 4-u (ic,__ House Number Street Hamlet County Tax Map No. 1000 Section 1�J Block S Lot Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ZAQUSW, ci a - b. Intended use and occupancy A(c /!5-e -f- arrcr l�tw c2zu,k 4 �z 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dw , number of dwelling units Number of dwelling units on each floor �,e, tuber of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2 o Rear Dgsrli Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 2_0 Rear 3 Bept�i �e �• Height Number of Stories > 9. Size of lot: Front '3 �� /o o Rear //3- 5_S Depth _6�0- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12, `10 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO /8l0 V0011 h 1 s ' � � CpKrP,,� ice' /t 70-a7s�j 14.Names of Owner of premises_L z NAr Ni4 r1 le Address ' Phone No.__67(, S'3&-z12 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF' r L 0 iv A 1L7 15'12�JC= being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the J`-� UiC7 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw to before me this, day of =PT 20_ otary P lic Signature of Applicant SY A.PERKINS Public,State of New Yo* No.Ot PE 6130636 Qualified in Suffolk Cou%ty v Commission Expires July' /U 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson *OF S yo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer T Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider �lycoU '� Sou tho�ld; i l9rW E Fr_ U 11; http://southoldtown.northfork.net ZONING BOARD OF APPEALS AUG 2 4 2011 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 BLDG. DEPT. TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18,2011 ZBA FILE: 6486 NAME OF APPLICANT: Edna Beirne r PROPERTY LOCATION: 55 Fay Court.(adj.to Right of Way)Mattituck,NY SCTM#1000-123-5-17 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type I1 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 28, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: .This application is not subject to review under Chapter 268 because does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline.. • I PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 5,339 sq. ft. parcel improved with a two story dwelling and detached accessory garage. It has 100.00 feet of frontage along Fay Court, 51.81 feet along Camp Mineola Road, 113.55 feet along the west property line and 5 0.00 feet along the north property line as shown on the survey prepared by Peconic Surveyors,P.C. dated July 1,2011. BASIS OF APPLICATION: Request for Variance from Article XXIII Code Section 280-124 and Article III I Section 280-15 and the Building Inspector's,June 1, 2011 Notice of.Disapproval based on an application for building permit to construct a deck and shower addition and accessory garage addition/alteration at 1) front and rear yard setback of less than the code required 35 feet, 2) side yard.setback of more than the code required 10 feet, 3) lot coverage of more than the code required 20%for the deck/shower addition and 4)rear and side yard setbacks for accessory buildings at more than the code required 3 feet. RELIEF.REQUESTED: The applicant proposes to construct a deck.and out door shower additions and construct additions and alterations to existing accessory garage. On lots less than 20,000 sq. ft. the code required front and rear yard setback is 35 feet, side yard setback of 10 feet, applicant is proposing 31 feet and 20 feet front yard setbacks for the proposed deck and shower,a 20 foot rear yard setback for the proposed deck, and a 3 foot setback. for the proposed deck. Regarding the accessory garage, the code requires a rear and side yard setback of 3 feet, applicant is proposing a 1.6 foot rear yard and a 1.7 foot side yard setback for the accessory garage addition and alterations. Additionally the code allows for a maximum of 20% lot coverage, applicant is proposing lot coverage of 38%. ADDITIONAL INFORMATION: The Board received a letter from a neighbor in support of the application. During the Public hearing a neighbor spoke in favor of the application. Page 2 of 3—August 18,2011 ZBA File#6486-Beime CTM: 1000-123-5-17 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 4, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance of will not produce an undesirable change in the character. of the neighborhood or a detriment to nearby properties. This is an old sub-division consisting of small non- conforming lots. Many have received variances for setbacks similar to this application. The.proposed two story garage is about the same height as the adjacent neighbor's garage. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible j for the applicant to pursue, other than an area variance. Due to the small size of the 5,339 sq. ft. subject lot, and the fact that it is a corner property,the applicant would require a variance for any improvements. 3. Town Law V67-b(3)(b)(3). The variances granted herein are substantial. However,the applicant is proposing to reduce the existing lot coverage of 43.7% to 37.1% by removing some of the existing wood decking and replacing it with an at grade patio. i 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All drainage will be retained on site as per code and no regulated natural features are on the subject property. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant''urchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law ..&267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck and improved accessory garage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Horning, and duly carried,to i GRANT, the variances as applied for, and shown on the Survey prepared July 1, 2011 by Peconic Surveyors, PC. And the architectural plans prepared by East End design Associates dated 10/8/10, pages G101, G102, A101, A102,A201,A301 and ALT-1. Subject to the following conditions; 1. The accessory garage shall be used for storage only,with the utility of electricity. 2. Any roof overhangs, including gutters, shall not extend beyond the subject property lines. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Horning, Goehringer, Dinizio, Schneider. Page 3 of 3—August 18,2011 ZBA File#6486-Beime CTM: 1000-123-5-17 This Resolution s duly adopted( -0). i Leslie Kanes Weisman, Chairperson Approved for filing /,t� /2011 I I I� i i I I I " I i. f i I i I I i i Town Hall Annex 41 J [ Telep ah xone(631))7g65-11802 5437 Main Road Q ro4er.riChertdiro �' )outtlo P.O.Box 1179 lq.ny.us Southold,NY 11971-0959 �y, '�� WELDING DEPARTMrrM TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: E L-GG Date: jZ j— Company Name: LA A?, VCC -G Name: t� ter`L License No.: " J 'Xi£„ Address: Phone No.: S t6 c,) o Z. JOBSITE INFORMATION: (*Indicates required information) *Name: Esi1m -0e"1g,0f 'Address: ' Y owL n-7` -,- -*Cross Street: ;Z *Phone No.: Permit No..- Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print,,Clleeady,)� jPjease Circle All That Apply) *1s job ready for inspection: YES/ NO Rough in ` Final *Do-you need a Temp Certificate: YES/ NO �1 Temp Information.(If needed) *Service Size: 1-Phase 313hase 100 150 200 300 350 400 y7ead *New Service: Re-connect Underground Number of Meters Change of Service Ove Additional Information: PAYMENT-DUE-WITH APPLICATION WzRequest for Inspection Form FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No_ 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31,2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Com`an Use P Y BUILDING OWNER'S NAME Policy Nuttibr3r Edna BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIO 1Vumber CITY STATE ZIP CODE Mattituck MY 1 . 952 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1.000-123-05-17 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: 1_1 GPS(Type): ( ##°-##'-##.##" or ##..l####°) I_{NAD 1927 1-1 NAD 1983 LI USGS Quad Map 1-1 Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1_NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE Southold 360813 SUFFOLK New York B4_MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) 5gal B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. 1^1 FIS Profile ix j FIRM 1_1 Community Determined 1_1 Other(Describe): B11.Indicate the elevation datum used for the BFE in 139:jai NGVD 1929 L1 NAVD 198E iJ Other(Describe): B12. Is the building located in a Coastal Barrier Resources§ystem(CBRS)area or Otherwise Protected Area(OPA)? 1_1 Yes Ix I No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on: I_iConstruction Drawings* I_iBuilding Under Construction* IK Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2.State the datum used. if the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? IJ Yes 1_j No ❑ a)Top of bottom floor(including basement or enclosure) rl h%-r—of nav4 hinhar ennr _ ft.(m) N SURVEY OF PROPERTY N/0/F JACQUEIJNE M. & RAYMOND E. FEDYNAK AT MATTITUCK TOWN OF SOUTHOLD N85'09'40"E 50.00' SUFFOLK COUNTY, N. Y. 1000-123-05-17 SCALE. 1'-20' ------ 20.4 DECEMBER 22, 1998 Z CONCRETE APRIL 12, 2011 (UPDATE &PROPOSED DECK de PA770) {, 1.7' FRAME MAY 24, 2011 (REVISIONS) coGARAGE `� O JULY 1, 2011 (ADDITIONS) ot.a' CO eE RErtov�ED) cn Off} JULY 29, 2011 (REVISIONS) a _\ IC ts' LANDSCAPE TIE I o 0 mo' ,An4. I rTl (PROP. DECK) S TIC ACCESSPA I Q Z `►l', EXIS71NG DECK Ar fnU I y 3 (TO BE REMOVED) tt 4 �t LEVU I ZO 15.0' AIETER b ' �1 4.1'(HSE) � ,7 9'(PROP.DECK) N '" Z TWO STORY c I m FRAME HOUSE to.t' o D N � n O 7C &6' O 5.0' DECK v G! BRICK Ut P, x NN A d m00 it 5�.8 /. yi`' •5' pil ' S�OroO OF 3 d� LOT COVERAGE ` AREA=5,339 SO. FT. EXISTING (HOUSE, GARAGE, DECK) N S ' . .,,GIGO. 49618 2,335 / 5,339 x 100=43.79 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C. OF SEC71ON 72090F THE NEW YORK STATE EDUCA77ON LAW. PROPOSED (HOUSE, GARAGE, DECK , PA770) EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS (631) 765-5020 FAX (631) 765-1797 2,335 / 5,339 X 100=43.77 HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET 19.9-317 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 N SURVEY OF PROPERTY AMBACK AT MATTITUCK N/O/F NORMAN W. T 0 WN OF SO UTHOLD 85,09,4ob� 50.001, SUFFOLK COUNTY, N. Y. N 1000-123-05-1.7 c at SCALE.• 1'20' 20.4' DECEMBER 22, 1998 _Z CONCRETE APRIL 12, 2011 (UPDA 7E & PROPOSED DECK & PA 770) FRAME �, May 24, 2011 (revislons) to GARAGE - _ duL Y r, 2011 (additions) to (TO BE RENOVATED) z to PROP pRQPp� LANDSCAPE TiE I 00 JUL ��aa 3.0' ATIO 1TI U ®V L (PROP. DECK) I `� 2�» D Inc ACCESS Q BAR®OFA 0 \* .j `�" Z4LS, rJ y C EXISTING DECK • PR'rF?oL Ta A 7 r�aury r (TO BE REMOVED) 11.4' t LEVEL Z m 15.0• WATER AjETER (HSE) ^� CK) 3.8' (PROP. DE N ~ TWO STORY o 5 •' y FRAME HOUR I�' 0 v m B.s' C 36.3' n 5.01 DECK N D L4 BRICK Ln itfl%Pl SE - ^ �r �x q Dn V\ 'WAY q 1 .00900 Of 17 FLOOD ZONE AE el 6 '360813CO48'2 H 30 4 LOT COVERAGE AREA= S'Q. �, (� 339 l N."Y S L-lGjN',Q," 9618 EXISTING (HOUSE, GARAGE, DECK) ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON - PECONIC EYORSo C:q'`" 2,335 / 5,339 x 100=43.77. OF SEC77ON 7209OF THE NEW PORK STATE EDUCA770N LAW. (631) 765-5020 FAX (631) 765-1797 PROPOSED (HOUSE, GARAGE, DECK EXCEPT AS PER SECT70N 7209—SUBDIVISION 2. ALL CER77FICAT70NS P.O. BOX 909 1983 / 5,339 x 100= .3 71% HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 98-31 7 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 s } .1, r i s } i 1 1 �P Fw • M or 1 • f ._ ti '}71� ' - � r it �. �, �� � �, � F �.;,� , r_-„;, -,,, c i�rr , - �• - I s i::m � � , �� r ,�. �# �� �, •,f + ,. ,-.,�, 1 � V � t s�, 1 \�\C \�\V^`' V . . y] 'a % � _ � �' � »m ` . •_ �2\�. � � ��. . . � �=::��� Z � . 2�- . . :� � � ��If � � � a , ` : . : � � : . . . . � , . . .�_ x�\ � \a , � . . ` \ ° � � - �\ > .« ° - . \ . . � � � , . � . - » �R\� : . \ � ~� -� � � � � � « �2��� ` ` � � � ��\ . � \ 4 . " ��;�\ . � _ . � : \\/�\ . . \\����\ �>-6�� ., . � � � . \» m, \ \ � 2 , w d� . � . x. . C/. � . . < . � �. ` � \�� .. . � \. . . : . :e «. /. . . . « a � � ~ . z r w.�`* � . . . . � < ¥w. \�` � � ? �2 � - 6¥ � � . . °�� ` � 2 � b� � � y , : \. \ � \� \ BUILDING CONSTRUCTION NIOTES: GENERAL NOTES: PROJECT TITLE & LOCATION: GENERAL: CARPENTRY: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR AREA 4 Provide double joists under all load bearing partition walls unless otherwise noted. PROPOSED DECK GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 1. All construction work shall comply with the Buiilding Code of New York State,and ASCE STANDARD(SEI/ASCE 7-98) Provide typical energy corners+interior/partitions. SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE Sill plates are to be 2"x 6"treated 40 year CCA with sill sealer. TO THE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 2. All work shall comply with the New York State Energy Code. Provide sill sealer-below termite shield. 45 Ibs/sqft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C A. It shall be the contractor's responsibility to ssubmit the size,design,and type of mechanical systems which will be used in 2"x 4"-16"oe exterior walls. DESIGN CRITERIA sufficient detail as required by the Building]Department. 2"x 4"-16"oc interior walls-unless noted otherwise. B. Insulate all supply&return ducts and pipincg as required by code. All wall studs are to be#2 or better Douglas Fir-Larch. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS C. All windows,door sills,openings,etc.shall[be caulked and weather stripped. All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. "b"k E I FOX` N E (in pounds per square foot) Provide solid blocking beneath all bearing points. 3. Single and multiple-station smoke alarms.Singhe and multiple-station smoke alarms shall be installed in the following locations: Provide structural metal connectors as required in all conditions as per state and local codes. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 1)As per New York State Code. Openings to have(2)2 x 10 headers-unless otherwise noted. RESIDENCE 2)Minimum of one per floor 1/2"cdx roof sheathing.(5 ply) USE OCCUPANCY EXTERIOR BALCONIES 60 10 3)One per each Bedroom 1/2"cdx exterior wall sheathing c Provide fire blocking in all walls and floors as required by state and local codes. 3760 CAMP M I N E O LA R D. RESIDENTIAL ER-3 DECKS (f) 40 10 All penetrations from the interior to the exterior of the building are to be filled with mortar to /� 4. Engineer is not responsible for the supervision o)f construction. General Contractor must verify all dimensions and conditions before insure no vermin can enter the building. MATT I T U C K NEW YO R K TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 construction or fabrication. Engineer is not responsible for any changes without written prior approval. 7 5. Do not scale drawings. TYPE GROUP' ATTICS WITHOUT STORAGE (b,e) 10 10 Foundation o be constructed of 3000 psi concrete. V B 6. The engineer shall be responsible for the contentt of these drawings only. He shall not be held responsible for any materials, Contractor is to verify soil load bearing capacity prior to construction. ATTICS WITH STORAGE (b,e) 20 10 workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. HEIGHT AND FIRE AREEA materials and equipment: Electrical,Plumbing, Heating,Ventilation,Air Conditioning,or any other system not specifically All footings,foundations,etc.shall rest on undisturbed soil. WOR K N OTES: ROOMS OTHER THAN SLEEPING ROOMS 40 10 contained in these drawings. Footings shall be 36"below finished grade-minimum. All footings,foundations shall be formed. HEIGHT FIRE AREA SLEEPING ROOMS 7. Electric construction is to conform to the National Electric Code,Building Code of New York State,and LIPA Electric requirements. Provide rebar in all wall as per manufactures specs. 30 10 Footings to be 16"x 8"with rebar as per detail unless otherwise noted. HEIGHT. BUILDING. STAIRS 8. Plumbing is to conform to the County and Local[Health Department requirements,and Building Code of New York State. Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. THE VERTICAL DISTANCE 40 (c) 10 FROM GRADE PLANE TO UNLIMITIED AREA Insure waterproof integrity of existing foundation at all trouble spots(signs of leakage)in basement. THE AVERAGE HEIGHT 3 S',TORY GUARDRAIL AND HANDRAILS (d) 200 c 10 9. All heat producing equipment shall be installed iin accordance with Building Code of New York State and manufacturers specifications. All locations of water leakage are to be excuvated and rep.iired as necessary to insure the waterproof integrity of the foundation. OF THE HIGHEST ROOF AS PER TABLE 503 ( ) SURFACE = NA 10. All new electrical and mechanical equipment is;to be elevated to FEMA requirements and NYS Code as required. ELECTRICAL: AS PER SECTr0N_5=F ROOF THE BUILDING CODE OF 30 10 Keep boxes 5"minimum from edge of box to rough opening. NEW YORK STATE. 11.Limitation of Professional Liability: Electric construction is to conform to the National Electric Code,New York State Building Code. By acceptance and use of these plans the owner:/builder/agent agrees to limit the liability of East End Design Associates LLC.and their Provide smoke detectors as per state and local codes. a) ELEVATED GARAGE FLOORS SHALL CAPABLE OF SUPPORTING A 2,000— draftsmen due to neglect,acts of error,such thatt the total aggregate liability of East End Design Associates LLC.,and there draftsmen shall POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. g gg gate �' g Provide sealed areas around all lights and ceiling penetrations to prevent air infiltration from attic TOTAL HEIGHT FROM RIDGE TO GRADE NA not exceed 50%of the total fee for services ren(Hered on this project excluding East End Design Associates LLC.expenses such as blueprint space into the heated envelope of the building. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. copies,reimbursed fees,etc.. Install fire caulking around all wires in accordance with NY.;hate Code. LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 12.All of our floor plans and elevations are protecteed under federal copyright law. No plan may be reproduced or reconstructed PLUMBING: DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING without written permission. Supply pipes in walls(for toilets)at 3"from plywood. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER Plumbing is to conform to the county and local health department requirements and New York State Code. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. 13. Owner/Contractor must verifyan sites ecificc requirements for the construction such as flood zone requirements,etc. All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. Y P q q P g P P Y g ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN Install fire caulking around all pipes in accordance with NY.State Code. ACCORDANCE WITH SECTION R802.10.1, 14. Acceptance of these drawings does not authorizce the right to build without the authorization of local governing agencies,such as e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS Suffolk County Dept.of Health Services,Town,Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and INSULATION: requirements with such agencies prior to constrruction. All ceilings are to be insulated with a blanket or R-30 insulation(unfaced) TABLE R402.2 All 6"exterior walls are to be insulated with R-19 insulation(foil faced) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 15. Owner/Contractor must verify all notations ancd construction specifications and ensure that all construction meets or exceeds the Building Code All 4"exterior walls are to be insulated with R-15 insulation(kraft faced) of New York State,ASCE STANDARDS(SEI I/ASCE 7-9 8) All 4"interior walls are to be insulated with R-15 insulation(kraft faced) MINIMUM SPECIFIED All floors are to be insulated with R-30 insulation(kraft faced[ AREAS OF STRUCTURE COMPRESSION STRENGTH (o) (fc) 16. Acceptance of these drawings does not authorizce the right to build without the authorization of local governing agencies,such as Suffolk County CRAWL SPACE NA Department of Health Services,Town Building;Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such GUTTERS: TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL agencies prior to construction. Insure all gutters are directed into a drywell provided for t::c,n.If no drywell is provided then a new drywell shall be BASEMENT EXISTING NA FIRST FLOOR EXISTING NA SEVERE (b) properly sized and located to insure that adaquete runoff can be collected and removed from the location of origin. FIRST FLOOR EXISTING NA 17. Any discrepancy on this plan is to be brought toy the attention of the Engineer immediately for Re-Design. BASEMENT WALLS, FOUNDATIONS AND OTHER BILCO DOOR: EXISTING SECOND FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) Finish,repair or replace bilco door as necessary to provide a secure entrance to the building. NEW SECOND FLOOR NA Provide a 3668 13/"SC.door at the bottom of the stairs to minimize the air infiltration into the basement. BALCONY NA This door is to be finished on all sides,weather-stripped and provided with an entry lock. LOFT NA BASEMENT SLABS AND INTERIOR SLAB ON ATTIC 2,500 (c) AS PER CHAPTER 1 OF THE ENERGY CONSERV/ATION CONSTRUCTION CODE OF NEW YORK STATE, HOUSEa NA GRADE, EXCEPT GARAGE FLOOR SLABS ATTIC (HOUSE)(b) NEW NA SECTION 101 .4.4; ADDITIONS, ALTERATIONS, REI\�OVATIONS OR REPAIRS, GARAGE FIRST FLOOR EXISTING BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND GARAGE STORAGE SECOND FLOOR 6 s ft OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 �01 .4.4.3 ATTIC (GARAGE)(a) BONUS ROOM NA SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO 101 .4.4.1 ADDITIONS: SUNROOM NA THE WEATHER, AND GARAGE FLOOR SLAB-- 3,500 (d) ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS COD AS THEY RELATE TO NEW NEW DECK REPLACED EXISTING 311 s ft CONSTRUCTION WITHOUT REQUIRING- HE UNALT'EP,ED PORTI (S) OF THE EXISTING OR BUILDING COVERED PORCHES NA SYSTEM(S) TO COMPLY WITH CODE. `� - COVERED ENTRANCE NA FOR SI: 1 POUND PER SQUARE INCH + 6.F?95 kpa �� � NEW PATIO ON GRADE REPLACES EXISTINCG DECK 355 s ft (a) AT 28 DAYS PSI ADDITIONS SHALL NOT CREATE AN UNSA' Or H A Z A R 0US CONDITION OR OVERLOAD EXISTING (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL DECK REMOVED 666 s ft (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING BUILDING SYSTEMS. — CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) L (a) WITHOUT STORAGE (d) S OALLRETE NOT SHALLL AIR THOANE7TPERCENT.(PERCENT BY VOLUME OF CONCRETE) 101 .4.4.3 OTHER ALTERATIONS N, T© / (b) WITH STORAGE "� (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. WHERE LESS THAN 50% OF A BUILDING SYSTEI /1Sb'R�.SUBSYSTEMS, MEASURED IN UNITS OR WI I I �1 ANY 12 MONTH PERIOD ALTERATIONS APPROPRIATE TO THAT SYSTEM, IS REPLACEDEAST END DESIGN ASSOCIATES LLC TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE A UNSAFE OR HAZARDOUS CONDITION FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PO Box1675 OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME Southiold, New York 11971 CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. .. phonae: (631)765-1862 SECTION 402 �~ fax(01)466-3354 NOTE: BUILDING THERMAL ENVELOPE E-Mail: CArm8888@aol.com ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS REQUIRED AMOUNT CALCULATED FOR EACH CASE. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, �: ° ; '�� OR SHEET NAME: THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ��AWF�.' � NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO _ General Notes FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: APPROVED AS NOTED EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO "1, INSURE PROPER INSTALLATION IOF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. L , J DATE �� B.P.# �3 C�L-- )' 't ENGINEER: ENGINEER'S SEAL: FEE: � `/° BY�.!L�._._ s NOTIFY BUILDING DEF'ARTM!7. I �� �' ,� OF NEh, SHEATHING NOTES: 1 i � JAMES DIEERKOSgKI, PE pE 765-1802 8 AM TO � Fa"J! Fug?� 71-,E FOLLOWING INSPECTIONS 1 i__ Professional Engineer * fi ALL SHEATHING TO BE NAILED IIN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 1. FOUNDATION- TtNO REO( RED I 260 Deer Drive (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR POURED CONCRILrE�, , �l �.i� Mattituck, NY 11952 ° " 2. ROUGH-FRAMING,PL'J%1B,NG, J��. 631 -298-7116 STRAPPING. ELECTRICAL&CAULKCNG)` o a2 (S (1 ) SHEATHING TO BE NAILED TO CCA SILL 3. INSULATION �� , 0 5 (2) SHEATHING TO EQUALLY SP'AN 1ST AND 2ND FLOOR BOX BEAM 4. FINAL-CONSTRUCTION & 1.E-G7RICAL SS N (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES MUST BE CONSTRCOMPLUCTION SHALLTE M O ALLCONSTRUCTtON SHALL MEET THE OWNERSHIP AND USE OF DRAWINGS: (4) SHEATHING TO BE NAILED TO TOP PLATE REQUIREMENTS OF I HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR These drawings and specifications including the DESIGN OR CONSTRUCTION ERRORS. ideas, design and arrangements represented therein, are the property of East End Design ND SUBSTITUTIONS P P Y 9 Associates, LLC. No part thereof shall be copied, n On these fans C�-� disclosed to others or used in connection with All framing hardware show p , unless otherwise indicateN, Is Simpson Strong-Tie, any w or project other than for which they have been No substitutions are approved or authorized. J � prepared without written consent of ,. � East End Design Associates, LLC, Due to the relationships of framing hardware to ? the other components of the structure, an f raisin ? PROJECT NO: SHEET INDEX: �V p Y 9 hardware substitutions will[ render these plans 914-2010 null and void, and will result in the installer/contractor RETAIN STORM WATER RUNOFF DRAWN BY: assuming responsibility for the design and performance of the entire system, PURSUANT TO CHAPTER 236 BDK OF THE TOWN CODE. SCALE. J ^( �a l N TS �V_o L 1 C�-� R l 6 DATE: 10-08-2010 T1 PROJECT TITLE & LOCATION; SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A TWO 8d NAILS STIMUM FHIS MTS20 LTS20 D >UG-FIR LARCH S . PINE UPLI T S DOE OF TRUSS. FASTENERS ALLOWABLE LOADS 1,2 LOAD O MODEL GA UPLIFT UPLIFT LATERAL WITH CODE 8dTNAILSUR o 00 (133ERAL WITH ° PROPOSED DECK NO, TO TO TO AVG NAILS REF. INTO TRUSS o RAFTERS/ PLATES STUDS ULT. (1133) (160) F Fz (133& STU "- TO THE TRUSS = SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURESB PE I R` N E H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° DIMENSIONS FASTENERS ALLOWABLETWp o ARTJ'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL o / MODEL GA AVG z INTO ° RESIDENIL NCE NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °p •�° • ° ° WIDTHSPAN L OTY DIA 11}" 2' 2}" 3' 3l" 11" 2" 24 S. 3}" o o ° EIGHT BNTOAIL SP4 3760 CAMP MINEOLA RD. LFTA 16 24" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 STUD ° MATT I T U C K, NEW YO R K DO)UG-FIR LARCH / SO. PINE o FASTENERS ALLLOWABLE UPLIFT LOADS' o MODEL L AVG 10d 1Od x 1}" CODE NO. ULT. REF. LFTA S T A 21 ° 10d 10d x 14" oo (1133 / 160) (133) (160) 0 \ ' o 0 o 0 MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ° ° WORKNJOTES: ° o MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 0 ° Simpson Strong-Tie ° HGA10 LST20 20 12-10d 12-10d x 14" 2383 1 775 720 1 720 3, 41 o"W- DETAIL "E"' ° COUPLER NUT DOUG-FIR-LARCH Equal number of °° SO. PINE CODE o0 TYPE OF DIRECTION ALLOWABLE LOADS REF. specified e C l f l e d n Q l l s I n MODEL CONNEC- OF LOAD FLOOR ROG,f (1133/ NO. TION (100) (125) 1E60 1'. Simpson Strong-Tie DETAIL K each en n " G 515 645 6570 C S 16 LTP4 5 J 515 645 6570 6, 39, 97 DETAIL "H" H 515 645 6570 MATERIAL DINMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION CODE 5" STUD DEFLECTION STU MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. 8 N0, BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o HB SB W H B SO CL DIAS e DESIGN LOAD DESIGN 0o �SIMPSON GA GA OTY DIA WHEN RAISED OFF 1 2" 2 " 3" 3}" 5}" LOAD THE SILL PLATE o 0 TAKE—UPWASHER 0 HD2A 16 12 4 2}" 2J" 8" 2,%„ " 1Tb" �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o ARTg"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF / SP ODE W L STUD PLATE ULT, (133) (160) R -7 SP4 3J" 7J" 16-10d x 14" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ,ALLOWABLE TENSION LOADS CODE N0. GA yy L F LOU NAILS 100 R (133) (160) REF, o0 LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ,ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. Sim Son Stron Tie 100 p g- MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L END SPACING REF, HD2A N0. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)z 0C. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hopson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31"' 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON, D U -FIR LARCH/SO. PINE ALLOWABLE oA S ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 'IF"' 10d 16d ULT. (133)1(160)1 10d I 16d 10d 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 4-16d 4-16,d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 - DETAIL 11I11 sTu 8'— HUS210-2 14 3d 9{" 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 ARTJ"x12 SIMPSON DOUG-FIR AR H S0. PIN ALLOWABLE LOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE OD GA (133/160) REF. TAKE-UP WASHER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 TAKE HGA10KT 14 4-SDS}"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 _ CN W— USE A MINIMUM OF SP4 COUPLER NUT TWO 8d NAILS THIS _ SIDE OF TRUSS. CNW STU 5'- COUPLER NUT SP4 SIMPSON TOTAL FOUR /. O o SE A M[NIMUM OF NAILS TWO 8d NAILS THIS IN TAKE—UP U P WASHER H E R TO TRUSS SIDE OF TRUSS, MTS16 STU J"- LSTA21 SIMPSON IN MTS16 SIMPSON TOTAL FOUR Z o o °°°°• TAKE-UP WASHER HD2A Strong-Tie BNdNAILS TO TRUSS ° LSTA21 Hus210-2 ® r6 EAST END DESIGN ASSOCIATES LLC ° TWO ° FI PO Box 1675 8 AIL o TO ' 5130 Main Bayview Road PLATES 0 55'� Soutthold, New York 11971 ANCHOR BOLTS o°° o phoine: (631 765 1862 TWO ° EIGHT 8d NAIL o 8d NAIL INTO INTO fax -° 11 It STUD Simpson Strong-Tie PLATES o m° DETAIL A E-Mail: CArm8888Caol.com H7 EIGHT 801 :a ® DETAIL "El" DETAIL "G" DETAIL " "J SHEET NAME; STUD Simpson Strong-Tie H7 Simpson Strong-Tie LFTA °° ROD SYSTEM Simpson Windload LFTA LFTA Charts & Calculations WTI 00 BP SHEATHING NOTES: NO SUBSTITUTIONS & .0° ° ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERIiCAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, Simpson Strong Tie Details unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM ' (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to (4) SHEATHING TO NAILED A TOP PLATE the other components of the structure, any framing ENGINEIER: E N G I SEAL: hardware substitutions will render these plans of NE null and void, and will result in the installer/contractor pEFYO,p LTP4 assuring responsibility for the design and JAMES IDEERKOSKI, PE � I ' performance of the entire system, DETAIL 1'L" Professiional Engineer ��' � w w °'0 L LTP4 260 Deer Drive ' + J z a I Mattituck, NY 11952 �, ,�,���°,.Doti �G n 11 NOTE: 631-2918-71 1 6 -0,0 DETAIL C ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE ROFESSI N Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, OWNERSHIP AND USE OF DRAWINGS: AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTIOIN MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. These drawings and specifications including the ideas, design and arrangements represented LTP4 DETAIL "B" NOTE: therein, are the property of East End Design EAST END DESIGN ASSOCIATES, LLC, AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAIINED TO INSURE PROPER Associates, LLC. No part thereof shall be copied, LTP4 INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE, disclosed to others or used in connection with Simpson Strong-Tie any work or project other than for which they Floor-to-Floor Connections have been prepared without written consent of East End Design Associates, LLC. PROJECT NO; SHEET INDEX: 914—2010 DRAWN BY: BDK SCALE: Lim N TS DATE: 10—08-2010 PROJECT TITLE & LOCATION: PROPOSED DECK TO THE R009' EIRNE "RESIDENCE 3760 CAMP MINEOLA RD. MATTITUCK, NEW YORK 4"x 6" EPI-DECK 20 ACQ FRAME BRICK PERIMETER BRICK PAVERS ON 1" COMPACTED BLUESTONE BLEND 6" COMPACTED CONIC. AGGREGATE- COARSE WORKNOTES: 6" COMPACTED SAND GRAVEL COMPACTED FILL 2'-0" 12" DIA x MIN. 3'-0" CONC, PIER UNDER CORNERS OF EXISTING 202 PATIO DETAIL A101 ES MONU3'-ON BELOW PATIO 6RADE.R 202 EXISTING HOUSE. NOTE: POSTS TO IM ANCHORED TO EXISTING HOUSE CONIC PIER WITH T ANC M APPROVED 4x4 POST ANCHOR. LEGS OF SHOWER TO BE SET ON BRICK PAVERS BRICK PAVERS AND ATTACHED TO 36h"x 12w" DIA. CONCRETE FILLED SONIA TUBES IF NOT ATTACHED TO IRE DECKING ■ ■ EXISTING HOUSE FOOTINGS AT THIS TIME.. 14_g 2 VERIFY WITH GWPJIER EXISTING HOUSE 0 EXISTING (SHOWER EXISTING ELECTRIC N N TO RENMAIN A- - METER LOCATION "METER TO BE RAISED" ■ 1-5 WATERPROOF GPI PROTECTED OUTLETS ———— BRICK SOLDIER (COARSE ■ ■ BRICK SOLDIER COARSE SEE PATIO ■ ❑ I ❑ I RAIL DETAIL 2 o I I DP A2o1 DETAIL A101 LIhJE OF I --2-0" �'-Ob'- -2'-0"- EXISTING CONCRETE I I STOOP TO BE REMOVED OR LOWERED L------------- --J AND CAPPED W/ 4" SLAB L_____________ _---J CK PAVERS ON 201 201 1 1" COMPACTED BLUESTONE BLEND I O I 1 1 201 _ 6" COMPACTED CONC. AGGREGATE ❑-- of o i ❑ i 201 6" COMPACTED SAND L____J IPE DECKING VERIFY WITH OWNER COMPACTED FILL 2'-0" 10'-8" BRICK PAVERS ON 11'-1OY" 1" COMPACTED BLUESTONE BLEND 6" COMPACTED CONIC. AGGIREGATE o 12" COMPACTED SAND V a COMPACTED FILL -- I COVERS TO BE RAISED JUST BELOW a 1" COMPACTED BLUESTONE BLEND 2 Oc� l 2 20 52 201 201 N N PE DECKING VERIFY WITH OWNER PATIO DETAIL 1TO BE RAISED JUST BELOW o IBRICK PA ERS EPI HANDRAIL A2'JC,�IERS 0 ACTED BLUESTONE BLEND L____J :SEE DETAIL" BRICK SOLDIER COARS NEW DECK -- I NEW DECK of - .. _ 10'-6Y" iY" -- -- I I I I I ❑ NI o I O f TTM9 I J T r6 EAST END DESIGN ASSOCIATES LLC PO Box 1675 BRICK SOLDIER COARSE EXISTING GARAGE WATERPROOF GPI PROTECTED OUTLETS -11Y6" EXISTING GARAGE Southold, Main BayvieNew Y w Road Soutfhold, New York 11971 phone: (631)765-1862 GARAGE TO BE RENOVATED GARAGE TO BE RENOVATED fax(a631)466-3354 E-Maul: CArm8888@aol.com 4 4 SHEET (NAME: 202 202 gpWP ® WATERPROOF GPI PROTECTED OUTLETS Proposed Elevations PATIO AND DECK PLAN FOUNDATION FOOTING PLAN TO REPLACE EXISTING DECK . TO REPLACE EXISTING DECK ENGINEER: ENGINEER'S SEAL: OVER ALL DIMENSIONS OF THE NEW OVER ALL DIMENSIONS OF THE NEW �� frpOF NEW JAMES DEERKOSKI, PE �,� 5 D� Professiconal Engineer Q s DECK ARE TO REMAIN THE SAME AS DECK ARE TO REMAIN THE SAME AS 260 Deer Drive � �'� � ' UJ Mattituck, NY 11952 THE OLD DECK. THE OLD DECK, 631 -298-7116 �Fp/0 0- 072 Piz OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 914-2010 DRAWN BY: BDK SCALE: Acceptance of these drawings does not authorize the right to build without the authorization 1/4" = V-0 10 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 10—08—2010 PROJECT TITLE & LOCATION: PROPOSED DECK TO THE B E I Row INE E F"' ES I D FA E C E X t Im 3760 CAMP MINEOLA RD. MATTITUCK, NEW YORK WORKNOTES: 4 202 EXISTING HOUSE EXISTING HOUSE 20 rFFr 1492 EXISTING HOUSE. E ; EXISTING HOUSE CV L _J —- I CV 5Y" rill11'-5" PATIO DETAIL 1 I 2 � A201 SEE PATIO o - �2)2XIO AC Girder -0" 7'-0"o 2•_0"_ 1Y22DETAIE A10 I oZ N III I � CD I II ABOVEC-D �I Q� �� N Q II ------------ J I � I c2 I III BRICK SOLDIER COARSE _ 3-8 1 BRICK PAVERS ON2X10 ACQ Flush Girder J _ i 201 I 201 201 1" COMPACTED BLUESTONE BLEND I N I 4 I 201 6" COMPACTED CONC. AGGREGATE _ iLJ -J II II 6" COMPACTED SAND COMPACTED FILLT I III I I II .� 11'-4" - Q� III III n 2X10 AC -16"oc. I Ir -t--i COVERS TO BE RAISED JUST BELOW 1" COMPACTED BLUESTONE BLEND ? LOCATION OF GATE TO ACCESS 1'- ' -12'-8" 1'-ly" �- 201 __ 201 201 14-9 2 201 BENEATH DECK �� -- I o 2 �— —� Frame out and provide L COVERS TO BE RAISED JUST BELOW 6'-0"wide z Max height 0 double door at this location. 1„ 1" COMPACTED BLUESTONE BLEND u; �; _ _ II o Doors to be constructed of 0 2X10 ACQ -16"oc. I 1x6 V-joint clear cedar.See x 1 Access Door Beneath Upper II II -- NEW DECK I Deck Detail (Page A301) III v NEW DECK I III _ a _� X_ � PATIO DETAIL 1 1'-g 1'-0° 1o'-s" A201 _ \ X II II ---- Flld*w E� ©� j 2X10 ACQ -16"oc. j \ I I _ �\ — EAST END DESIGN ASSOCIATES, LLc o PO Box 1675 J.-�" EXISTING GARAGE EXISTING GARAGE So�°h d, NewvlYork Road 1 GARAGE TO BE RENOVATED phoine: (631)765-1862 fax((631)466-3354 GARAGE TO BE RENOVATED E-Mail: CArm8888Caol.com SHEET NAME: 4 4 202 202 Foundation / PIER LOCATION PLAN- First Floor Plan AND FLOOR JOIST PLAN GIRDER PLAN- ENGINEER: ENGINEER' SEAL: Of NEW Yo JAMES IDEERKOSKI, PE �,� CDo�. DE�R�o�p� Professional Engineer Ld 260 Deer Drive n Mattituck, NY 11952 '-�-�� c� 631 -298-71 16 �0. p Sic OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including th ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PROJECT N0; SHEET INDEX: CONSTRUCTION MANUAL (WFCIM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 914—2010 DRAWN BY: NOTE: ALL ROOMS MEET OR [EXCEED THE NYS. STANDARDS BDK FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. SCALE: 10 NOTE: UNLESS OTHERWISE NOTED ALL EXTERIOR HEADERS ARE TO BE (2)13/4"x 9Y2" LVL HEADERS Acceptance of these drawings does not authorize the right to build without the authorization 1 4" = 1'—0" of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 10—08—2010 PROJECT TITLE & LOCATION: PROPOSED RENOVATION TO THE GARAGE AT THE - " -?2 48 RAKE BOARD 3�"x 18" LVL RIDGE (2-PC's) I 24" SOLID CROWN 2"x 12" LEDGER C 14LR" E S I D E 11" 0 C E o R` 140 E M 1 9 20 o 0 14"x 2" LVL VALLEY Z ! N �n 4 L�j N 32'x 18" LVL RIDGE (CONTINUOUS 1-PC) 3760 CAMP M I N EO LA RD. L11111 3'- 3v" " " p y" '- 2"x 12" LEDGER6" 4-Oy 14"x 9' LVL VALLEY 3 z 3-6" 53" MATTITUCK, NEW YORK 3"x 18" LVL RIDGE (3)2"x 8" FLUSH BEAM o 2% 12" LEDGER ILI C 4R WORKNIOTES: CD 4"x4" CORNER BOARDSo / 14"x 92' LVL VALLEY N N oo P TAI S 14"x 92" LVL VALLEY l FALSE OVERHANG NEW DECK AREA NEW DECK AREA STORAGE AREA `V (3)2"x 8" FLUSH BEAMlu - o F=1 F=7 M \ i X o I 1T N o ro O � \ I co LiLILL11 III ILL L' o F= r7=11 � ^ DooO3'-7%/ C 14'-2Y" 1'-0" w �2'-O" 13' 3^ 2'_p^ z 3Y" 3Y" o o CW 4R o \�1'-0" o - - - - - - - - - - - - - - - - - - - - - - \ -�l -7Y" k -6'-10Y" 5'-11" -�" �'-2Y" EAST E EVAT 0 18'-5" 18'-5" FIRST FLOOR P' LAN SECOND FLOOR PLAN 2x8 RAFIERS; - 16"oc. 32'x 18" LVL RIDGE 4"CDX ROOF- SHEATHING 2"x 12" LEDGER 30#FELT 4VR ARCHITfECTURAL ROOF SHINGLES '" 12 3p x 18" LVL RIDGE —14 2"x 12" LEDGER l 12" FLYRAFTEERS (V.I.F.) Z" TYP "X" GYPSUM ON ALL CEILINGS BEAST END DESIGN ASSOCIATES, LLC C 4R PO Box 1675 P&T PLYWOOD ON ALL 4 5130 Main Bayview Road 1x6 N/C Pine Roofers (Flooring) 2x4- 16"oc:. WALLS W/ a"z2" BATONS o Soutthold, New York 11971 OVER THE SEAMS 4"CDX SUBFLOOR o 4" CDX SUBfFL00R phone: (631) 765-1862 GARAGE DOOR LOW o fax((631)466-3354 FIRST FLOOR'WALL HEIGHTS ARE HANDRAIL WALL PROFILE HARDWARE E-Mail: CArm8888Qaol.com TO BE CUT D)OWN TO ALLOW FOR AT STAIRWELL OPENING THE PROPER OPERATION OF 7'-0" SHEET NAME; :1E HGARAGE DOOR WITH LOW CLEARANCE STORAGE AREA FLOOR — — HARDWARE 2x8 FLOOR JOISTS - 16"oc. 2x8 FLOOR JOISTS - 16"oc. CEILING IN GARAGE — — IMF- 0 C 32"z 91' LVL GIRDER 32"STEEL COLUMN I I Garage RenovationLiu / 0 NEW DECK AREA I Second Floor Storage Area TOP OF PLATFORM INSIDE DOOR TOP OF DECK 2x6 FLOOR JOISTS - 16"oc, I 2x I DE I I "TYP "X" GYPSUM ON ALL I I WALLS AND CEILINGS MEELI ENGINEER: ENGINEER'S SEAL: TOP OF GARAGE FLOOR SLAB 2'-0"x 2'-0"x 1'-0" OF N E W CONC. FTG. JAMES DEERKOSKI, PE ���� pEC R '0Q� Professional Engineer C,, p 260 Deer Drive Mattituc.k, NY 11952 SOUTH ELEVATION CROSS SECTION 631 -298-71 16 Iva- 1FESSI CaP OWNERSHIP AND USE OF DRAWINGS: �\ \ These drawings and specifications includin the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any woirk or project other than for which they have been prepared without written consent of East End Design Associates, LLC. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORE: STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PROJECT N0: SHEET INDEX: CONSTRUCTION MANUAL (WFCIM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 914-2010 DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BDK FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. SCALE: A201 Acceptance of these drawings does not authorize the right to build without the authorization " " NOTE: UNLESS OTHERWISE NOTED ALL EXTERIOR HEADERS ARE TO BE (2)13/4"x 9Y2" LVL HEADERS oflo al governing agencies,such as Suffolk County Dept.of Health Services,Town Building 1 4 = 1 —0 Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 10—08—2010 PROJECT TITLE & LOCATION: PROPOSED DECK WOODEN HANDLE TO THE 1x6 V-JOINT CLEAR CEDAR 4"x6" EPI DECKING B E I N E [AN "R E S I DO` E IMCE 2x10 BOX BEAM 4" SKIRT BOARD FLOOR JOISTS Y GIRDER 3760 CAMP MINEOLA RD. 0 MATTITUCK, NEW YORK cv i HEADROOM = TO GET UNDER N DECK BRICK PATIO WORKNOTES: 0„ 3/„ RAIL DETAIL 2 ACCESS DOOR BENEATH UPPER DECK DETAIL - A201 4"x6 EPI DECKING BRICK PAVERS 2x10 ACQ FLOOR JOISTS - 16"oc. GRADE 1" COMPACTED BLUESTONE BLEND 4" SKIRT BOARD DECK SKIRT 18" RED CEDAR SHINGLE d 6" COMPACTED CONIC. AGGREGATE SEE PATIO DETAIL 1 —— 14"x4 SHINGLE NAILER d 2x4 ACQ FRAME WORK - 16"oc. 6 COMPACTED SAND I (2)2z10 ACQ GIRDER 20 ACQ FRAME WORK — 24 ACQ STRONGBACK l i SIMPSON COSTS TO GIRDER ANCHOR COMPACTED FILL / 2x ACQ RETAINING WALL AS REQUIRED Q POSTS SIMPSON POSTS ANCHOR 12" DIA. CONC. PIER PATIO DETAIL 1 A20 1 24"x 24" CONC. FOOTING MIN, 3'-0 BELOW FINAL GRADE Wj(4) #4 REBAR E.W. CROSS SECTIONH. -� \ 201I EAST END DESIGN ASSOCIATES, LLC PO Box 1675 5130)Main Bayview Road Southold, New York 11971 phone: (631)765-1862 fax('631)466-3354 E-Mail: CArm8888@aol.com 26 CLEAR CEDAR TOP RAIL RAIL DETAIL 2 2x4 TOP SUBRAIL A201 SHEET NAME: 4x4 CLEAR CEDAR POSTS Cross Sections 4" ROUND WROUGHT IRON BALISTERS @ 4"oc. /,,—4"x6 EPI DECKING (SEE DECKORATORS ESTATE ALUMINUM BALISTERS 32") (www.ufpi.com/product/deckorators/balusters/estote.htm) SIMPSON TYDOWN or (bristolvolley.com) verify with owner style, color, and length prior to ordering. DECK SKIRT SEE PATIO SECTION 2x10 ACQ FLOOR JOISTS - 16"oc. 18" RED CEDAR SHINGLE ENGINEER: ENGINEER'S SEAL: 1 A201 4"x4 SHINGLE NAILER 2x4 BOTTOM SUBRAIL 2x4 ACQ FRAME WORK - 16"oc. JAMES DEERKOSKI, PE Se OF NFy, W/ BEVELED TOP (2)2x10 ACQ GIRDER 20 ACQ FRAME WORK Professional Engineer �� S!, DEp00 yp 26 ACQ STRONGBACK �#p r N SIMPSON POSTS TO GIRDER ANCHOR 260 Deer Drive Ln p GALV. CARRIAGE BOLTS Mattituck, NY 1 1952 c3 3 _ 0: 631 -298-71 16 W NOTE: PROVIDE SOLID BLOCKIi1G 4z4 ACQ POSTS AT ALL POST LOCATIONS SIMPSON POSTS ANCHOR OWNERSHIP AND USE OF DRAW \ These drawings and specifications includin the ideas, design and arrangements represented 12" DIA. CONIC. PIER therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, RAIL DETAIL 2 disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. A20 1 24"-24" CONIC FOOTING MIN. 3'-0" BELOW FINAL GRADE CROSSSECTION 2 W/(4) #4 REBAR E.W. PROJECT NO: SHEET INDEX: SEE PATIO SECTION 1 20 DRAWN BY 14—2010 A202 BDK SCALE: Acceptance of these drawings does not authorize the right to build without the authorization 1/2" = 1 p—0 ff of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 10—08—2010